PLANS.pdf

PDF 2 MB Posted Dec 22, 2015

Attached to: Federal Maintenance Dredging, 6-Foot Channel and Anchorage, 10-Foot Anchorage, Pig Island Gut and Beals Harbor, Beals, Maine
Solicitation number: W912WJ-16-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District New England

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Plans

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Other files

File	Type	Posted
Abstract.pdf	PDF	Jan 22, 2016
BidSnapsheet.pdf	PDF	Jan 21, 2016
PIG2763_v.xyz	XYZ file	Dec 22, 2015
BEA2762_v.xyz	XYZ file	Dec 22, 2015
Solicitation_W912WJ-16-B-0001.pdf	PDF	Dec 22, 2015
SPECS.pdf	PDF	Dec 22, 2015

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S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

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S U

B M

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D B

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D E

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C T N

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1 2 3 4 5 6

District

New England of Engineers

US Army Corps

U S

A R

M Y C

O R

P S O

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E E

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N E

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L A

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C O

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M A

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T T S

D R

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O D

IDENTIFICATION

SHEET

SHEET OF

-F

O O

T C

H A

N N

E L A

N D A

N C

H O

R A

G E

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L A

N D G

U T A

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M A

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-2

P L

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A T

/1 /2

-F

O O

T A

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H O

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W J -1

-B -0

G-001

W H

A N

S I F

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

®of Engineers

US Army Corps

District

New England

V E

R S

H E

E T A

N D I

N D

E X T

O D

R A

G S

-2

G -0

.d g n

MAINTENANCE DREDGING

BEALS, MAINE

PIG ISLAND GUT AND BEALS HARBOR

PIG-2763_G-001.DGN COVER SHEET AND INDEX TO DRAWINGS

G-101 PIG-2763_G-101.DGN

C-101

C-102

C-103

PIG-2763_C-101.DGN

PIG-2763_C-102.DGN

BEA-2762_C-103.DGN

NOT TO SCALE

LOCATION PLAN

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

VICINITY MAP

JONESPORT

MASSACHUSETTS

NEW

HAMPSHIRE

MAINE

VT.

CONN.

R.I.

HARTFORD

PROV.

CAPE

COD

BOSTON

PORTSMOUTH

CONCORD

PORTLAND

AUGUSTA

BANGOR

ATLANTIC OCEAN

CANADA

DISPOSAL

MARK ISLAND

HARBOR

BEALS GUT

PIG ISLAND

BEALS HARBOR

PIG ISLAND GUT

C U

L L E

J W

P /M

T M

6-FOOT CHANNEL AND ANCHORAGE, 10-FOOT ANCHORAGE

REACHMOOSABEC

JONESPORT

ISLAND

PIG

ISLAND

BEALS

LITTLE SHEEP IS.

SHEEP IS.

ISLAND

HARBOR

HEAD

SEGUIN IS.

IS.

MARK

ISLAND

WASS

GREAT

JONESPORT

C-301 PIG-2763_C-301.DGN6 CROSS SECTIONS

GENERAL PLAN, LEGEND AND CHANNEL COORDINATES

BEALS HARBOR DREDGING PLAN

STA. 0+00 TO STA. 30+00

PIG ISLAND GUT DREDGING PLAN

STA. 30+00 TO STA. 55+65

PIG ISLAND GUT DREDGING PLAN

APPROX. 5.3 MILES TO BEALS HARBOR

3.8 MILES TO PIG ISLAND GUT

67° 31.070' WLONGITUDE:

44° 31.698' NLATITUDE:

W912WJ-16-B-0001SOLICITATION #:

D E

C E

M B

E R

M T

E S

M O O S A B E C R E A C H

JONESPORT

N 312000 N 312000

N 316000 N 316000

BARNEYS

LITTLE

ISLAND

SHEET C-101

SHEET C-102

SHEET C-103

1 1214233.16 313029.36

2 1214215.37 312729.65

3 1214257.42 312446.39

4 1214085.54 312312.65

5 1213526.16 312342.12

6 1213234.72 312735.73

# EASTING NORTHING

1 1225069.98 310104.21

2 1224832.09 310858.71

3 1224750.49 310950.31

4 1223989.13 311290.93

5 1223822.81 311312.30

6 1222451.24 311200.54

7 1221692.54 311252.28

8 1220443.96 312054.91

9 1220487.22 312122.20

10 1221643.66 311378.80

11 1221832.22 311322.94

12 1222450.71 311280.76

13 1223937.05 311401.87

14 1224877.35 310981.19

15 1225146.27 310128.26

16 1223018.82 311327.05

17 1222994.45 311626.06

18 1223791.81 311691.03

19 1223816.17 311392.02

# EASTING NORTHING

NOTE:

PIG ISLAND

P I

I S

L A

G U

MAINE

ALLEY

ISLAND

BEALS

GREAT

WASS

ISLAND

FRENCH

HOUSE

ISLAND

2. FOR BEALS HARBOR GENERAL NOTES SEE SHEET C-103.

1. FOR PIG ISLAND GUT GENERAL NOTES SEE SHEET C-101.

MILL POND

FIXED BRIDGE

HOR CL 75 FT

VERT CL 39 FT

WEST

JONESPORT

HARBOR

SAWYER

ISLAND

SCALE: 1" = 400"

GENERAL PLAN

PI-A

BEALS HARBOR

10-FOOT ANCHORAGE

STATE PLANE NAD 1983 ME EAST ZONE 1801

CHANNEL COORDINATES

PIG ISLAND GUT

BEALS, MAINE

6-FOOT CHANNEL AND ANCHORAGE

STATE PLANE NAD 1983 ME EAST ZONE 1801

CHANNEL COORDINATES

BRIDGE STREET

6-FOOT CHANNEL

6-FOOT ANCHORAGE

10-FOOT ANCHORAGE

1" = 400'

400' 0 400' 800'

GRAPHIC SCALE:

BEALS

ISLAND

SPEC SECTION 35 20 23)

(SEE HAUL ROUTE MAP AT END OF

TO MARK ISLAND DISPOSAL AREA

APPROX. 5.3 MILES FROM BEALS HARBOR

SPEC SECTION 35 20 23)

(SEE HAUL ROUTE MAP AT END OF

TO MARK ISLAND DISPOSAL AREA

APPROX. 3.8 MILES FROM PIG ISLAND GUT

LEGEND

SYMBOLDESCRIPTION

REQUIRED DREDGING DEPTH CONTOUR

APPROX. OUTLINE OF EXPOSED LEDGE

COVERED AT HIGH WATER (TYP)

MATERIAL REQUIRED TO BE DREDGED

ALLOWABLE OVERDEPTH

(CROSS-SECTION ONLY)

NAVIGATION AIDS

BASELINE / CENTERLINE

CHANNEL COORDINATES

SEDIMENT SAMPLING LOCATION

S O

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C A

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New England of Engineers

US Army Corps

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IDENTIFICATION

O O

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H A

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U T A

N D B

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M A

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-2

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/1 /2

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O O

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H O

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W J -1

-B -0

G-101

W H

A N

S I F

C U

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M T

M /J

W P

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G -1

.d g n

A N

N E

L C

O O

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G E

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R A

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L A

N L E

G E

N D A

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S O

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D B

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D B

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N M

A R

K A

P P

D A

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S U

B M

T E

D B

P L

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C A

L E

D A

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M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

1 2 3 4 5 6

District

New England of Engineers

US Army Corps

U S

A R

M Y C

O R

P S O

F E

N G

E E

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N E

W E

N G

L A

N D D

T R

C O

N C

O R

M A

S S

A C

H U

S E

T T S

D R

A W

G C

O D

IDENTIFICATION

O O

T C

H A

N N

E L A

N D A

N C

H O

R A

G E

I S

L A

N D G

U T A

N D B

E A

L S H

A R

B O

B E

A L S M

M A

T E

N A

N C

E D

R E

D G

-2

P L

O T D

A T

/1 /2

-F

O O

T A

N C

H O

R A

G E

W J -1

-B -0

12.2

12.1

12.0

11.9

11.8

11.7

11.7 11.7

11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.3 10.3

10.3

10.2

10.1

10.1 10.1

10.1

10.0

9.9

9.8

9.8 9.8

9.8

9.7

9.7 9.7

9.7

9.6

9.5

9.5 9.5

9.5

9.4

9.3

9.2

9.2 9.2

9.2

9.1

9.0

8.9

8.8

8.8 8.8

8.8

8.7

8.7 8.7

8.7

8.6

8.5

8.4

8.4 8.4

8.3

8.3 8.3

8.3

8.3 8.3

8.3

8.2

8.1

8.0

7.9 7.9

7.9

7.9 7.9

7.9

7.8

7.8 7.8

7.8

7.7

7.7 7.7

7.7

7.7 7.7

7.7

7.6

7.6 7.6

7.6

7.5

7.5 7.5

7.5

7.5 7.5

7.5

7.4

7.4 7.4

7.4

7.3

7.3 7.3

7.3

7.2

7.2 7.2

7.2

7.2 7.2

7.2

7.2 7.2

7.1

7.1 7.1

7.1

7.0

7.0 7.0

7.0

7.0 7.0

7.0 7.0 7.0

7.0

6.9

6.9 6.9

6.9

6.8

6.8 6.8

6.8

6.8 6.8

6.8

6.8 6.8

6.8

6.8 6.8

6.8

6.7

6.7 6.7

6.7

6.6

6.6 6.6

6.6

6.6 6.6

6.6

6.6 6.6

6.6

6.5

6.5 6.5

6.5

6.5 6.5

6.5

6.5 6.5 6.5

6.5

6.4 6.4

6.4

6.3

6.3 6.3

6.3

6.3 6.3

6.3

6.3 6.3

6.3

6.3 6.3

6.3

6.3 6.3

6.2

6.2 6.2

6.2

6.2 6.2 6.2

6.2

6.1

6.1 6.1

6.1

6.1 6.1

6.1

6.1 6.1

6.1

6.0

6.0 6.0

6.0

6.0 6.0

6.0

5.9

5.9 5.9

5.9

5.8

5.8 5.8

5.8

5.8 5.8

5.8

5.8 5.8

5.8

5.7 5.7

5.7

5.7 5.7

5.7

5.7 5.7

5.7

5.6

5.6 5.6

5.6

5.6 5.6

5.6

5.5

5.4

5.4 5.4

5.4

5.3

5.3 5.3

5.3

5.2

5.2 5.2

5.2

5.2 5.2

5.2

5.1

5.0

5.0 5.0

5.0

4.9

4.9 4.9

4.9

4.9 4.9

4.8

4.8 4.8

4.8

4.7

4.6

4.6 4.6

4.6

4.5

4.4

4.3

4.3 4.3

4.3

4.2

4.1

4.1 4.1

4.1

4.0

4.0 4.0

4.0

3.9

3.9 3.9

3.9

3.8 3.8

3.8

3.7

3.6

3.6 3.6

3.6

3.5

3.5 3.5

3.5

3.4

3.4 3.4

3.4

3.3

3.2

3.1

3.1 3.1

3.0

3.0 3.0

3.0

2.9

2.8

2.7

2.6

2.5

2.4

2.3

2.2

2.1

2.1 2.1

2.0

1.9

1.8

1.8 1.8

1.8

1.7 1.7

1.7

1.7 1.7

1.7

1.6

1.6 1.6

1.6

1.5

1.5 1.5

1.5

1.4

1.4 1.4

1.4 1.4 1.4

1.4 1.4

1.4

1.3

1.3 1.3

1.3

1.3 1.3

1.3

1.2

1.2 1.2 1.2

1.2

1.1 1.1

1.1

1.1 1.1

1.1

1.0

1.0 1.0

1.0

1.0 1.0

1.0

0.9

0.9 0.9

0.9

0.9 0.9

0.9 0.9 0.9

0.9 0.9

0.9

0.8

0.8 0.8

0.8

0.8 0.8

0.8

0.7

0.7 0.7

0.7

0.6

0.6 0.6

0.6

0.5

0.4

0.4 0.4

0.4

0.3

0.2

0.2 0.2

0.2

0.1 0.1 0.1

0.1

0.1 0.1

0.1 0.1 0.1 0.1

0.1

PLAN

SCALE: 1"= 100'

N 310000

N 311000 N 311000

N 312000 N 312000

GREAT WASS ISLAND

EASTERN BAY

PIG ISLAND

FLOOD

EBB

M A

T C

H L

E S

H E

E T C -1

0+0

6-FOOT ANCHORAGE

6-FOOT CHANNEL

PIG ISLAND

GUT

ALLEY

ISLAND

80'

STATION EASTING NORTHING

PI-A 1221285.50 311557.04

PI-B 1223338.05 311289.44

PI-C 1223523.13 311315.49

PI-D 1223683.53 311324.40

PI-K 1224673.30 311000.18

PI-E 1223034.39 311423.79

PI-F 1223352.45 311421.74

PI-G 1223749.33 311438.87

PI-H 1223032.33 311590.36

PI-I 1223405.23 311615.72

PI-J 1223747.27 311647.94

SEDIMENT SAMPLE LOCATIONS

REFER TO GEOTECHNICAL DATA

IN SPECIFICATIONS

BEALS

1" = 100'

100' 0 100' 200'

GRAPHIC SCALE:

09/02/14

RN-2

GC-3

GC-5

RN-6

N 310121.88

E 1225157.25

N 310946.74

E 1224766.10

N 311308.42

E 1223941.98

N 311408.47

E 1223892.60

44°- 30'- 49.4"N

67°- 34'- 35.1"W

44°- 30'- 57.6"N

67°- 34'- 40.3"W

44°- 31'- 01.3"N

67° 34'- 51.6"W

44°- 31'- 02.2"N

67° 34'- 52.3"W

INDEX OF NAVIGATION AIDS

COORDINATES

STATE PLANE

POSITION

GEOGRAPHIC

DATENO.

COVERED AT HIGH WATER (TYP)

APPROX. OUTLINE OF EXPOSED LEDGE

C-

B C

APPROX. MHW SHORELINE (TYP)

PIG ISLAND GUT GENERAL NOTES:

Refer to Survey No. 14-1332

Surveyed by: Robert MacGovern and crew

Field Book: R&H 448410.

"Protection of Eelgrass" located in specification section 35 20 23.

areas to avoid impact to adjacent eelgrass beds. Refer to

9. The contractor shall only set anchors in the channel or anchorage considered as indicating the conditions existing at that time.

results of surveys made on the dates indicated, and can only be

8. The information depicted on these maps represents the to calculate volumes will be provided.

from more sounding information than shown. The XYZ file used

NOT be used to determine volumes. Volumes are determined

7. The sounding information depicted on these maps should surveys conducted during September 2014.

the SHOALEST soundings of those obtained from hydrographic

6. The sounding information shown on these map represents

The RTK base station used was Station Earl (2014).

readings were recorded utilizing a Leica 1200 RTK GPS System.

System operating at 300 kHz. Horizontal positioning and real time tide

5. Survey was performed using an R2 Sonic 2024 Multibeam Sonar and are based on U.S. Survey Feet.

System for the State of Maine (East Zone 1801), NAD 1983

4. Coordinates shown are based on the Transverse Mercator Grid

Mean high tide is 11.3 feet above MLLW.

No tide gauges were used on this project.

added to NAVD88 to convert to MLLW.

NAVD88 is above MLLW; therefore the correction should be vicinity of Pig Island Gut, Beals, Maine.

The correction is referenced from NOAA's V-Datum Model in the

The MLLW to NAVD88 correction for this project is 6.48 ft.

3. Bench Mark Data: Tides were recorded using RTK GPS.

noted and should be used as a general reference only.

bridges, piers, etc., is located approximate unless otherwise and/or NOAA Chart No. 13326. All topography, including shoreline,

2. Topography shown is from previous surveys, aerial imagery considered negative.

are below the reference plane of MLLW, and should be the reference plane of MLLW. Soundings without a sign

Tidal Epoch. Soundings noted with a (+) are above

Mean Lower Low Water (MLLW) and is based on the 1983-2001

1. Soundings are in feet and tenths. The reference plane is

GC-5

RN-6

GC-3

RN-2

PI-B

PI-C

PI-D

PI-K

PI-E

PI-F

PI-G

PI-H

PI-I

PI-J

0.0

0.0 0.0

0.0

+0.1

+0.2

+0.3

+0.4

+0.5

+0.7

+0.8

+0.9

+1.1

+1.4

+1.5

+1.6

+2.0

+2.2

+2.3

+3.1

+3.6

+3.8

+4.5

+4.7

+4.8

+5.2

+5.5

+5.8

+5.9

+6.5

+7.2

+7.5

5+0

C-101

C U

L L E

J W

P /M

T M

A N

S I F

-2

C -1

.d g n

S T

A T

O S

T A

W H

I S

L A

N D G

U T D

R E

D G

G P

L A

D E

C E

M B

E R

M T

E S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

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A P

P R

1 2 3 4 5 6

District

New England of Engineers

US Army Corps

U S

A R

M Y C

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F E

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IDENTIFICATION

O O

T C

H A

N N

E L A

N D A

N C

H O

R A

G E

I S

L A

N D G

U T A

N D B

E A

L S H

A R

B O

B E

A L S M

M A

T E

N A

N C

E D

R E

D G

-2

P L

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/1 /2

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O O

T A

N C

H O

R A

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W J -1

-B -0

14.0

13.9

13.8 13.7

13.6

13.4

13.4 13.3

13.3

13.1

13.0

12.9

12.8

12.7

12.6

12.5

12.4

12.4 12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.6 11.5

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.2

10.1

10.0

9.9

9.8

9.7

9.6

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.4

8.3

8.2

8.1

8.0

7.9

7.8

7.8 7.8

7.8

7.8 7.8

7.7

7.7 7.7

7.6

7.6 7.6

7.6

7.5

7.5 7.5

7.5

7.5 7.5 7.5

7.5

7.4

7.4 7.4

7.4

7.4 7.4

7.4

7.3

7.3 7.3

7.3

7.3 7.3

7.3

7.2

7.2 7.2

7.2

7.2 7.2

7.2

7.1

7.1 7.1

7.1

7.0

7.0 7.0

7.0

7.0 7.0

7.0

6.9

6.8 6.8

6.8

6.8 6.8

6.8

6.8 6.8

6.8

6.8 6.8

6.7

6.7 6.7

6.7

6.7 6.7

6.7

6.6

6.5

6.5 6.5

6.5

6.5 6.5

6.5

6.5 6.5

6.5

6.4

6.3

6.3 6.3

6.3

6.2

6.2 6.2

6.2

6.1

6.1 6.1

6.1

6.1 6.1

6.1

6.0

5.9

5.9 5.9

5.9

5.9 5.9

5.9

5.8

5.8 5.8

5.8

5.7

5.7 5.7

5.7

5.7 5.7

5.6

5.6 5.6

5.6

5.6 5.6

5.6

5.5

5.5 5.5

5.5

5.4

5.3

5.3 5.3

5.3

5.2

5.2 5.2

5.2

5.1

5.0

4.9

4.8

4.8 4.8

4.8

4.7

4.7 4.7

4.7

4.7 4.7

4.6

4.6 4.6

4.6

4.5

4.5 4.5

4.5

4.4

4.4 4.4

4.4

4.4 4.4

4.4

4.4 4.4

4.4

4.3

4.3 4.3

4.3

4.3 4.3

4.3

4.3 4.3

4.2 4.2

4.2

4.2 4.2

4.2

4.2 4.2 4.2

4.2 4.2

4.2

4.1 4.1

4.1

4.1 4.1

4.1

4.1 4.1

4.1

4.1 4.1

4.0

4.0 4.0

4.0

4.0 4.0

4.0

3.9 3.9

3.9

3.9 3.9

3.9

3.9 3.9

3.8

3.8 3.8

3.8

3.7

3.7 3.7

3.7

3.7 3.7 3.7

3.7

3.6

3.6 3.6

3.6

3.6 3.6 3.6 3.6

3.6

3.5

3.5 3.5

3.5

3.4 3.4

3.4

3.4 3.4

3.4

3.4 3.4

3.4

3.3

3.3 3.3

3.3

3.3 3.3

3.3

3.2

3.1

3.1 3.1

3.1

3.1 3.1

3.1

3.0

3.0 3.0

3.0

2.9 2.9

2.9

2.8

2.8 2.8

2.8

2.7

2.6

2.5

2.4

2.3 2.3

2.3

2.2

2.2 2.2

2.2

2.2 2.2

2.2

2.1

2.0

1.9 1.9

1.9

1.8

1.7

1.6

1.5

1.5 1.5

1.4

1.3

1.3 1.2

1.2

1.1 1.1 1.11.0

1.0

0.9 0.9

0.8

0.8 0.8

0.8

0.7

0.6 0.6 0.6

0.6

0.5

0.5 0.5

0.4

0.3 0.3

0.3

0.2 0.2

0.1 0.1

ALLEY BAY

BEALS

BEALS GREAT WASS ISLAND

GREAT WASS ISLAND

PUBLIC DOCK

PIG ISLAND

6-FOOT CHANNEL

FLOOD

EBB

SCALE: 1" = 100'

PLAN

ROCK (TYP)

M A

T C

H L

E S

H E

E T C -1

PIG ISLA N D G U T

1" = 100'

100' 0 100' 200'

GRAPHIC SCALE:

SAWYER ISLAND

N 311000 N 311000

N 312000 N 312000

NOTE:

2. FOR BEALS HARBOR GENERAL NOTES SEE SHEET C-103.

1. FOR PIG ISLAND GUT GENERAL NOTES SEE SHEET C-101.

COVERED AT HIGH WATER (TYP)

APPROX. OUTLINE OF EXPOSED LEDGE

D C -3

APPROX. MHW SHORELINE (TYP)

PI-A

+0.2

+0.7

C-102

C U

L L E

W H

W J

W P /M

T M

A N

S I F

-2

C -1

.d g n

S T

A T

O S

T A

I S

L A

N D G

U T D

R E

D G

G P

L A

M T

E S

R S

D E

C E

M B

E R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

1 2 3 4 5 6

District

New England of Engineers

US Army Corps

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W E

N G

L A

N D D

T R

C O

N C

O R

M A

S S

A C

H U

S E

T T S

D R

A W

G C

O D

IDENTIFICATION

O O

T C

H A

N N

E L A

N D A

N C

H O

R A

G E

I S

L A

N D G

U T A

N D B

E A

L S H

A R

B O

B E

A L S M

M A

T E

N A

N C

E D

R E

D G

-2

P L

O T D

A T

/1 /2

-F

O O

T A

N C

H O

R A

G E

W J -1

-B -0

1" = 100'

100' 0 100' 200'

GRAPHIC SCALE:

32.8

32.5

31.9

31.2 31.1

30.5

29.9

29.4

29.1

28.7

28.6 28.6

28.3

27.7

27.6

27.4

26.8

26.5

26.3

26.2

26.1

26.0

25.9

25.6

25.1

25.0

24.9

24.8 24.6

24.6

24.2

24.0

23.9

23.7

23.4

23.3 23.0

22.8

22.6

22.5

22.2

22.1

22.0

21.7

21.6

21.5 21.5

21.4

21.3

20.9

20.6

20.4

20.1

20.0

19.9

19.9 19.8

19.8

19.5

19.4

19.3

19.2

19.1

18.9

18.7

18.6

18.5

18.4

18.3

18.2

18.1

17.9

17.7

17.6

17.5

17.4

17.3

17.1

17.0

16.8

16.7

16.6

16.3

16.2

16.1

15.9

15.9 15.8

15.7

15.6

15.5

15.4

15.3

15.2 15.1

15.0

14.7

14.6 14.6

14.6

14.5

14.4

14.3

14.2

14.1

14.0

13.9

13.8

13.7

13.4

13.3

13.2 13.2

13.1

12.9

12.8

12.7

12.5

12.2

12.1

12.0

12.0 12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.3 11.3

11.3

11.2

11.1

11.0

11.0 11.0

11.0

10.9

10.9 10.9

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.2

10.1

10.0

10.0 9.9

9.9

9.9 9.8

9.8

9.7

9.6

9.5

9.4

9.49.3

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.3

8.2

8.1

8.0

7.9

7.8 7.8

7.7 7.7

7.7

7.6

7.5

7.4

7.3

7.3 7.3

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.5

6.4

6.3

6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.5

5.4

5.3

5.2

5.2 5.2

5.2

5.1

5.0

5.05.0

4.9

4.8

4.7

4.6

4.6 4.5

4.5

4.4

4.4 4.4

4.4

4.3 4.3

4.3

4.3 4.3

4.2

4.1

4.0

3.9

3.8

3.7

3.7 3.7

3.7

3.6

3.5

3.4

3.3

3.2

3.1

3.0

2.9

2.92.9

2.9

2.8

2.7

2.6

2.5

2.5 2.5

2.5 2.5 2.5

2.52.5

2.5

2.4

2.3

2.3 2.2

2.2

2.2 2.2

2.2

2.1

2.12.12.1 2.1

2.1

2.0

2.02.0

2.0

1.9

1.8

1.7

1.7 1.7

1.7

1.7 1.7

1.6

1.5

1.4

1.3

1.3 1.3

1.3

1.2

1.1 1.1

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.5 0.5

0.4

0.2

0.1

SCALE: 1" = 100'

PLAN

N 312000 N 312000

N 313000 N 313000

BEALS

ISLAND

10-FOOT ANCHORAGE

FLO

EBB

STATION EASTING NORTHING

SEDIMENT SAMPLE LOCATIONS

REFER TO GEOTECHNICAL DATA

IN SPECIFICATIONS

BH-A 1213532.70 312385.80

BH-B 1213675.30 312462.00

BH-C 1213842.40 312504.90

BH-D 1214078.60 312515.40

BH-E 1214202.70 312443.60

BH-F 1214098.60 312709.40

BH-G 1213756.50 312614.40

BH-H 1213497.90 312630.10

BH-I 1213445.40 312511.90

COVERED AT HIGH WATER (TYP)

APPROX. OUTLINE OF EXPOSED LEDGE

APPROX. MHW SHORELINE (TYP)

FIXED BRIDGE

HOR CL 75 FT

VERT CL 39 FT

TO JONESPORT

BRIDGE STREET

BEALS HARBOR GENERAL NOTES:

Refer to Survey No. 15-1350

Surveyed by: Paul O'Brien and crew

Field Book: R&H 27369.

considered as indicating the conditions existing at that time.

results of surveys made on the dates indicated, and can only be

8. The information depicted on this map represents the to calculate volumes will be provided.

from more sounding information than shown. The XYZ file used

NOT be used to determine volumes. Volumes are determined

7. The sounding information depicted on this map should surveys conducted during February 2015.

the SHOALEST soundings of those obtained from hydrographic

6. The sounding information shown on this map represents

The RTK base station used was Station Lob (2015).

readings were recorded utilizing a Leica 1200 RTK GPS System.

operating at 200 kHz. Horizontal positioning and real time tide

5. Survey was performed using an Odom MK 2 Echo Sounder and are based on U.S. Survey Feet.

System for the State of Maine (East Zone 1801), NAD 1983

4. Coordinates shown are based on the Transverse Mercator Grid

Mean high tide is 11.3 feet above MLLW.

No tide gauges were used on this project.

added to NAVD88 to convert to MLLW.

NAVD88 is above MLLW; therefore the correction should be vicinity of Beals, Maine.

The correction is referenced from NOAA's V-Datum Model in the

The MLLW to NAVD88 correction for this project is 6.48 ft.

3. Bench Mark Data: Tides were recorded using RTK GPS.

noted and should be used as a general reference only.

bridges, piers, etc., is located approximate unless otherwise and/or NOAA Chart No. 13326. All topography, including shoreline,

2. Topography shown is from previous surveys, aerial imagery considered negative.

are below the reference plane of MLLW, and should be the reference plane of MLLW. Soundings without a sign

Tidal Epoch. Soundings noted with a (+) are above

Mean Lower Low Water (MLLW) and is based on the 1983-2001

1. Soundings are in feet and tenths. The reference plane is

M O O S A B E C R E A C H

BEALS

BARNEYS LITTLE

ISLAND

MILL POND

SURVEY OF FEBRUARY 2015

LOCATIONS OF PIER FROM

BH-A

BH-B BH-C

BH-D

BH-E

BH-F

BH-G

BH-H

BH-I

0.0

+0.4 +0.8

+1.0

+1.1 +1.1

+1.6

+2.1

+2.6

+2.8

C-3

C-103

W H

A N

S I F

C U

L L E

J W

P /M

T M

B E

A -2

C -1

.d g n

B E

A L S H

A R

B O

R D

R E

D G

G P

L A

D E

C E

M B

E R

M A

T T T

E S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

1 2 3 4 5 6

District

New England of Engineers

US Army Corps

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W E

N G

L A

N D D

T R

C O

N C

O R

M A

S S

A C

H U

S E

T T S

D R

A W

G C

O D

IDENTIFICATION

O O

T C

H A

N N

E L A

N D A

N C

H O

R A

G E

I S

L A

N D G

U T A

N D B

E A

L S H

A R

B O

B E

A L S M

M A

T E

N A

N C

E D

R E

D G

-2

P L

O T D

A T

/1 /2

-F

O O

T A

N C

H O

R A

G E

W J -1

-B -0

MATERIAL REQUIRED

TO BE REMOVED

NOTE:

FOR BEALS HARBOR GENERAL NOTES SEE SHEET C-103.

FOR PIG ISLAND GUT GENERAL NOTES SEE SHEET C-101.

1" = 50'

0 100'50' 50'

1" = 10'

10 0 10 20

GRAPHIC SCALE:

C-101

1" = 10'VER.

1" = 50'HOR.SCALE:

C-101

1" = 10'VER.

1" = 50'HOR.SCALE:

C-101

1" = 10'VER.

1" = 50'HOR.SCALE:

C-102

1" = 10'VER.

1" = 50'HOR.SCALE:

C-103

1" = 10'VER.

1" = 50'HOR.SCALE:

1' ALLOWABLE OVERDEPTH

PIG ISLAND GUT SECTIONPIG ISLAND GUT SECTION

PIG ISLAND GUT SECTION PIG ISLAND GUT SECTION

BEALS HARBOR SECTION

0 100 200 300 400-1000 100-100

-10

-20

0 100 200 300 400 500 600 650-100-200-300-400-500-600-650

-10

-20

MLLWMLLW

MLLW

80'

6-FOOT CHANNEL 6-FOOT CHANNEL

80'

6-FOOT ANCHORAGE

MATERIAL REQUIRED TO BE REMOVED

0 100-100

MLLW

80'

1' ALLOWABLE OVERDEPTH

6-FOOT CHANNEL

0 100-100

MLLW

6-FOOT CHANNEL

80'

MATERIAL REQUIRED

TO BE REMOVED

-10

-20

-200

-10

-20

-200

-10

-20

-200

-10

-20

-200

-10

-20

-10

-20

-10

-20

-10

-20

WEST CHANNEL LIMIT EAST CHANNEL LIMIT NORTH ANCHORAGE LIMIT

MATERIAL REQUIRED

TO BE REMOVED

SOUTH CHANNEL LIMIT NORTH CHANNEL LIMIT SOUTH CHANNEL LIMIT NORTH CHANNEL LIMIT

SOUTH CHANNEL LIMIT

MATERIAL REQUIRED

TO BE REMOVED

EAST ANCHORAGE LIMIT

10-FOOT ANCHORAGE

WIDTH VARIES

WEST ANCHORAGE LIMIT

1' V ON 3' H SIDE SLOPE (TYP)

300'

EXISTING BOTTOMEXISTING BOTTOM

EXISTING BOTTOM

E L E

V A

N I

N M

L L

E L E

V A

N I

N M

L L

E L E

V A

N I

N M

L L

E L E

V A

N I

N M

L L

E L E

V A

N I

N M

L L

E L E

V A

N I

N M

L L

W E

L E

V A

N I

N M

L L

E L E

V A

N I

N M

L L

E L E

V A

N I

N M

L L

E L E

V A

N I

N M

L L

SIDE SLOPE (TYP)

1' V ON 3' H

SIDE SLOPE (TYP)

1' V ON 3' H

SIDE SLOPE (TYP)

1' V ON 3' H

SIDE SLOPE (TYP)

1' V ON 3' H

-2

C -3

.d g n

C U

L L E

W H

W J

W P /M

T M

A N

S I F

C R

O S

S S

E C

N S

C-301

D E

C E

M B

E R

M T

E S

G-001

G-101

C-101

C-102

C-103

C-301

File details come from the government source that posted it. Updated Nov 14, 2017.